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SPEGFlC ROW FATE M EWAL TO THE RLTER TREATMENT CAPACITY OW) DIMMD BY TIE RLMRCOMACT SURFACE MFA (q R) GM D,a,,...Nw PIPE DATA I I.E NATERW. OwNE1ER IILEf PRENt 151.0.5 OPEP 12'0 INFf 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. PIW OURf`FT %PE 1 117.00 CPEP I 1'l0 OUTETSTUBA1 SMDWLLM. IFOUTETPIPEISLMGERTHM81WWS .WNTRACTORTOREMOVETHE81N OURETSTUBATMIDED BY IN WT UNE. COUR -1% BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. APPR RIM EI£VAT(MI 115.00 ANT-FLOTATIONBALLAST WOTH HEIGHT NorE513PEaN. REOUREM:Hrs: • PER ENGINEER OF RECORD 1 4. STORMFlLTERWAEROUALIYSRUCTURESHLLBEINACORDANEW DE MTAOIMOgNFINTHS INSIDEH DRkwI 6' TYPICAL 5. STRUCTURE SHALLAEETAASHTO HSMLOADRATNGAW MINGEART MWRO 0'- SANJGItO1 ATEREIEVATONAT,ORBELOW.TIE 10 =2W OUTIET%PEINVERTREVATON. ENGMMOFREWMTOWWIRMACTUALGR MMATEREIEVATON. Cl3TNGS BHNL AEETAARHTO HYDRAULIC CROP M3G AND BE CAST WITH THE CONTECH UCCO. (H)INLET INN. B. FILTERCARTRIWESSIwLLBE MEDM {ILMD,PASuNE,SI%IONAUT MO.R MLROW.ANDWE CIEAVWG RAGALMEDw CEPMGWL TOO1J INN. BE 741 103. FILTERMEDIACOWACT TIMSHALLBEATLEAST MSECDN MYLAR SUBMRTAL T. SPEGFlC ROW FATE M EWAL TO THE RLTER TREATMENT CAPACITY OW) DIMMD BY TIE RLMRCOMACT SURFACE MFA (q R) GM D,a,,...Nw INSTALLKFOMNOTES PuCOC Wwb 1. AWSMSE E,MCKFlLLMPTNAMO RMTFLOTAMMPMMSIONSMESITESPEaRCDESIGNCONSIMMRAT SAWSII M ESM SPECIFIED BY FNGIMER OF RECORD, 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH ID CAPACITY TO UFTA SETTLE STORAi1LTER STRUCRIRE qRE HLTI (LM% CLUTCHES FROMDEO] 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO FROMM, INSTALL, AND GROUT INLET PIPE(ST ] I�� 5. CONTRACTOR TO PROVIDE AND INSTALL CCNWCTOR TO THE WTUET RISER STUB. STORMFBTJt EDUPPED WITH A DUAL DIAMETER HOPE NO. OUTETSTUBA1 SMDWLLM. IFOUTETPIPEISLMGERTHM81WWS .WNTRACTORTOREMOVETHE81N OURETSTUBATMIDED BY IN WT UNE. COUR -1% BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. APPR 6, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRDGES FROMCOl6TR11CTIONARATFD EROSPON RNCI PEAK FLOW VARIABLE DIAMETER OUTLET PIPE (5EE NOTE 2) (5EE NOTE 4) WATER QUALITY FLOW OUTLET PIPE (5EE NOTE 4) INLET PIPE (5EE NOTE 4) STORMGATE MANHOLE -PLAN VIEW r11 1 24' 0 FRAME ER(5TD) 5TORMGATEADJUSTABLE WEIR (5EE DETAIL 1/2) STORMGATE MANHOLE - SECTION VIEW �1 1 STORMGATE MANHOLE HIGH FLOW BYPASS PLAN AND SECTION VIEWS STANDARD DETAIL 0 LLC ® 034008M AVen aSwRM1Ne1NEERS 1 1 TTD' 10 =2W Fu Fetb,91 WW. WA 98003 SECOND SUBMIRAL �R 04/15/14 www.esmcivll.com -cw m 2 MYLAR SUBMRTAL ESM GM D,a,,...Nw LarJ Surua�inq U—I M-1, PuCOC Wwb I A,vl,N.u. ESM JOB #1670- 004 -013 PEAK FLOW VARIABLE DIAMETER OUTLET PIPE (5EE NOTE 2) (5EE NOTE 4) WATER QUALITY FLOW OUTLET PIPE (5EE NOTE 4) INLET PIPE (5EE NOTE 4) STORMGATE MANHOLE -PLAN VIEW r11 1 24' 0 FRAME ER(5TD) 5TORMGATEADJUSTABLE WEIR (5EE DETAIL 1/2) STORMGATE MANHOLE - SECTION VIEW �1 1 STORMGATE MANHOLE HIGH FLOW BYPASS PLAN AND SECTION VIEWS STANDARD DETAIL 0 FIRST SUBMITTAL I ESM 02/11/14 1 1 TTD' 10 =2W 1 SECOND SUBMIRAL ESM 04/15/14 oESwxm. a� 2 MYLAR SUBMRTAL ESM 05/12/i! ORION! Q qRE HLTI ] I�� AT NLL Y/lE F IqT OIE 1NR1 scNE ArinRVxav NO. REVISION BY DATE APPR MFR 1 GENERAL NOTES 5TQRMGATE BY CONTECH 5TOWWATER 50WTION5; PORTLAND, OR( 800) 545 -4GG7: 5CAR50ROUGH. ME (877) 9074 7G LINTHICUM, MD (5GG) 740 -3315, 2) PRECAST MANHOLE TO BE CON5TRUCTED IN ACCORDANCE WITH ASTM C475. DETAIL DRAWING REFLEQ5 DESIGN INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF 5TRUCTURE MIT BE 5HOWN ON PRODUCTION SHOP ORAWNG. 3) 5TRUCTURE AND ACCE55 COVER5 TO MEET AA5HT0 H -20 LOAD RATING. 4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BYCONTRAQTOR. PRECAST 5TORMGATE MMHOIE EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUT5 AT INLET AND OUTLET LOCATIONS. 5) CONTRACTOR TO ADJU5T WEIRTO DE51GN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 FT-LB5 TOROUE B 2 SEi (SEE NOTTE E 5 5) WEIR DETAIL - PLAN VIEW 1� 2 u ^�ilai3ndq ADJUSTABLE WEIR PLATE (SEE NOTE 5) EMBEDMENT ANCHORS nYP) WEIR DETAIL - SECTION VIEW tB� 2 ©2012 ODNIECH Elgi..d Sdd.fi s, LLC COMMILLIC r7 r/I 24° 0 FRAME AND COVER (STD) STORMGATE MANHOLE -TOP VIEW 2 ZMGATE MANHOLE HIGH FLOW BYPASS VIEW, WEIR DETAIL, DATA AND NOTES r2' STANDARD DETAIL R- 312919 CHECKED OMPLIANCE TO CITY STANDARDS .�s ERIIaL NAro 1em CITY OF LaRosa as > 1R RENTON POND DETAILS°° RICE DATUM Planning /Building /Public Works Dept. 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